Share:

FAS 1745 CH. 9 over SHOAL CR.

Map

Coordinates:
+39.02627, -89.54027
39°01'35" N, 89°32'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1745 CH. 9 over SHOAL CR.
Structure number:003303100000000
Old structure number:000003303124724 (from 1992 edition)
Location:0.50 MI W PANAMA IL.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:143.1 ft. [43.6 m]
Total length:370.1 ft. [112.8 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:450 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201689.6FairSatisfactoryGoodVery Good-450
June 201489.6FairSatisfactoryGoodVery Good-500
January 201289.6GoodGoodGoodVery Good-500
December 201089.6GoodGoodGoodVery Good-500
March 200989.6GoodGoodGoodVery Good-500
March 200789.6GoodGoodGoodVery Good-500
May 200589.6GoodGoodGoodVery Good-500
February 200389.5GoodGoodGoodVery Good-650
March 200189.5GoodGoodGoodVery Good-650
February 199989.5GoodGoodGoodVery Good-600
February 199790.0GoodGoodGoodVery Good-600
March 199589.3GoodGoodGoodVery Good-550
March 199389.3GoodGoodGoodVery Good-550
March 199190.3GoodGoodGoodVery Good-550